碩士 / 國立中興大學 / 土木工程學系 / 93 / The objective of this study is developed a two-dimensional finite element model for wave-seabed-pipeline interaction with inertia force effect. The formulation is based on Biot’s consolidation theory and equilibrium equations. The finite element model is established by using Galerkin’s method. Boundary condition is obtained by solution of wave-induced response of porous seabed. The solution of program is obtained from convergence solution by analyzing the different size region
| Identifer | oai:union.ndltd.org:TW/093NCHU0015039 |
| Date | January 2004 |
| Creators | Jimmy Huang, 黃吉廷 |
| Contributors | Lin, Y. S., 林義雄 |
| Source Sets | National Digital Library of Theses and Dissertations in Taiwan |
| Language | zh-TW |
| Detected Language | English |
| Type | 學位論文 ; thesis |
| Format | 82 |
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